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引用本文:史波,赵国藩.锈蚀钢筋混凝土构件粘结性能的研究进展[J].建筑材料学报,2005,(6):653-659
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锈蚀钢筋混凝土构件粘结性能的研究进展
史波,赵国藩
作者单位
摘要:
综述了研究锈蚀钢筋与混凝土之间粘结性能的意义,对锈蚀钢筋与混凝土之间粘结性能的退化规律以及粘结损失对钢筋混凝土构件性能的影响等方面的研究进展进行了总结.
关键词:  粘结性能  钢筋锈蚀  钢筋混凝土  退化  锚固
DOI:
分类号:TU528.571
基金项目:
Advance in Bond Behavior of Concrete Elements with Corroded Rebar
SHI Bo  ZHAO Guo-fan
Abstract:
Structural performance of reinforced concrete member is based on bond strength between concrete and reinforcement,and adequate end anchorage at supports.However,environmental attacks,chloride contamination and carbonation of concrete cover for example,may lead to corrosion of reinforcing bar in concrete. Further,an increasing expansion of corrosion products will result in longitudinal cracking of cover concrete.Thus,weakening of the bond which directly affects the load carrying capacity and serviceability for concrete members within structures is induced.In this paper,the mechanism of deterioration in bond between corroded bars and concrete,and effects of loss in bond on structural performance of member are summarized.
Key words:  bond behavior,reinforcement corrosion,reinforced concrete,deterioration,anchorage
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